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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Finance 2277 RAJA PARK RANI BAGH RANI BAGH NORTH WEST DELHI DELHI 110034 | NORTH WEST DELHI | DELHI | 110034 | ₹5.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.4 Cr+₹15.6 L (2.95%)Admitted-Finance DELHI DELHI 110015 | WEST DELHI | DELHI | 110015 | ₹5.4 Cr+₹15.6 L (2.95%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Advanced Sport Technologies LLP L1 | SHIV NARESH SPORTS PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | (Schedule A)
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 5,430 | Metre | - | - |
| 2.00 | Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 229 | Cubic Metre | - | - |
| 3.00 | Earth work in surface excavation not exceeding 15 cm in depth but exceeding 1.5metre in width as well as 10 square metre on plan including disposal of excavated earth lead upto 50 metre and lift upto 1.5 metre. | 4,887 | Square Metre | - | - |
| 4.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with manual or mechnical means on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 815 | Cubic Metre | - | - |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20mm nominal size including Recycled concrete aggregate (RCA) upto 25%) aggregate 20 mm nominal size). | 611 | Cubic Metre | - | - |
| 6.00 | Providing and laying 15mm Synthetic Jogging Track (9mm SBR Bottom layer & 6mm EPDM Top layer of coloured EPDM rubber granules bound with polyurethane Cast in Situ carried out under quality management system, having polymer content minimum 22% , High UV stablity rating 3 to 5 on greyscale, VOC less than 3.0 g/L, Combustibility less than 40 mm/min, elongation at break >500%, standard grain size 1.0-3.5mm and laying in three layers.
(a) Ist Layer of Polyurethane based primer coating.
(b) IInd Layer of 9 mm SBR (Styrene butadiene rubber / synthetic rubber ) base with minimum 14% single component PU base binder.
(c) IIIrd Layer of 6 mm EPDM granules chemically bonded with MDI 18-20% single component of Diphenylmethane Diisocyanate and Paraffinic Oil etc. The synthetic jogging track in approved shade shall be carried out to the specification defined herewith to the satisfaction of Engineer-in-Charge. | 8,145 | Square Metre | - | - |
| 7.00 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)
(a) Cement Concrete (1:1.5:3) | 611 | Cubic Metre | - | - |
| 8.00 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)
(a) kerb stones | 17,516 | 1000 No. | - | - |
| 9.00 | Purchase and taken the dismantled material surviceable / unserviceable which to be received form the work and taken away by the contractor on as and wereis basic for which cartage shall be born by the contractor himself and against these material payment shall be made by the contractor to the department or necessary recovery shall be made form the bill as per the quantities received for different materials
(a) Old Kerb Stone | 17,800 | Each | - | - |
| 10.10 | (Schedule B)
Maintenance of EPDM flooring (Maintenance will include cleaning of path once in a week by the blower, washing of path with water once in a month and restoration of any damage or distorted portion of the same.
a) For 1st Year | 8,145 | Square Metre | - | - |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
2 Mar 2020, 4:00 pmClosed
EE(R-IV)
Room No. 215 2nd Floor SBS Place New Delhi
Providing and laying EPDM flooring (Synthetic Track) with the concrete sub base for jogging track including maintenance and cleaning and washing for a period of 5 years in Nehru Park, Chanakyapuri, New Delhi.
2020_NDMC_188499_1
107/EE(R-IV)2019-20
Open Tender
Civil Works
Works
180 days
NDMC Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7.0 L
18 Mar 2020
21 Feb 2020
2 Mar 2020
21 Feb 2020
2 Mar 2020
21 Feb 2020
Amount
(Schedule A) Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Earth work in surface excavation not exceeding 15 cm in depth but exceeding 1.5metre in width as well as 10 square metre on plan including disposal of excavated earth lead upto 50 metre and lift upto 1.5 metre.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with manual or mechnical means on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20mm nominal size including Recycled concrete aggregate (RCA) upto 25%) aggregate 20 mm nominal size).
Providing and laying 15mm Synthetic Jogging Track (9mm SBR Bottom layer & 6mm EPDM Top layer of coloured EPDM rubber granules bound with polyurethane Cast in Situ carried out under quality management system, having polymer content minimum 22% , High UV stablity rating 3 to 5 on greyscale, VOC less than 3.0 g/L, Combustibility less than 40 mm/min, elongation at break >500%, standard grain size 1.0-3.5mm and laying in three layers. (a) Ist Layer of Polyurethane based primer coating. (b) IInd Layer of 9 mm SBR (Styrene butadiene rubber / synthetic rubber ) base with minimum 14% single component PU base binder. (c) IIIrd Layer of 6 mm EPDM granules chemically bonded with MDI 18-20% single component of Diphenylmethane Diisocyanate and Paraffinic Oil etc. The synthetic jogging track in approved shade shall be carried out to the specification defined herewith to the satisfaction of Engineer-in-Charge.
Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads) (a) Cement Concrete (1:1.5:3)
Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads) (a) kerb stones
Purchase and taken the dismantled material surviceable / unserviceable which to be received form the work and taken away by the contractor on as and wereis basic for which cartage shall be born by the contractor himself and against these material payment shall be made by the contractor to the department or necessary recovery shall be made form the bill as per the quantities received for different materials (a) Old Kerb Stone
(Schedule B) Maintenance of EPDM flooring (Maintenance will include cleaning of path once in a week by the blower, washing of path with water once in a month and restoration of any damage or distorted portion of the same. a) For 1st Year
b) For 2nd Year
c) For 3rd Year
d) For 4th Year
e) For 5th Year
SHIV NARESH SPORTS PVT LTD
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